Reinforced concrete design with FRP composites

By H. Gangarao, N. Taly, P. Vijay. 2006

223 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/97d3371a4405c6b05a2b081b6a3a2f919a649b77

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars (2016, background): “Aside from being innately corrosion resistant, FRP bars are lightweight (20% to 25% of steel’s density), have superior tensile strength (two to three times that of steel’s yield strength), have high fatigue endurance, and are electromagnetically neutral [1-3], making them suitable as internal reinfo”
Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays (2011, background): “At the moment, such long term effects are taken into account in the design guidelines either by introducing semi-empirical safety coefficients on tensile properties of FRP reinforcements and shear characteristics of bonded interfaces [6,7], or through reliabilitybased approaches [8].”
Composite railway sleepers – recent developments, challenges and future prospects (2015, background): “Nowadays, the global market for composites is rapidly increasing because of the many advantages including high strength-to-weight ratio, excellent resistance against corrosion, moisture and insects, and thermal and electrical non-conductivity [9].”
A review of alternative materials for replacing existing timber sleepers (2010, background): “In most of the demonstration projects constructed to date, the design of structures using fibre composite materials has been driven by the stiffness requirement rather than strength [52].”
Durability and prediction models of fiber-reinforced polymer composites under various environmental conditions: A critical review (2016, unknown): “In combination with environmental attacks such as moisture, aggressive mediums (acid, alkali and salt), temperature, and sustained stress can aggravate strength loss, interfacial degradations and brittleness in FRP composites.(79)”
Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars (2015, background): “1R-06 and CSA S806-12 codes recommend this mode of failure for any concrete beams reinforced with FRP bars since this type of failure is more gradual, less brittle, and less catastrophic with higher deformability compared to the tensile rupture of FRP bars [32, 33].”
Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading (2012, background): “The ultimate displacement was assumed to be the displacement at 85% of the maximum load (GangaRao et al. 2007).”